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Morfa to Berwick Link Road

Rail bridge constructionThe main structure of the rail bridge being lifted into place during a night-time possession of the railway line Carmarthenshire County Council commissioned Mott MacDonald to design a £7 million link road between the Morfa Crossing Roundabout and Berwick Park Roundabout in south east Llanelli. The scheme has involved the construction of 2.6km of S2 highway over the main South Wales to London railway plus several watercourses.

The site comprised highly compressible ground conditions within a tidal flood plain and necessitated detailed investigation of ground conditions and the design of environmental mitigation measures. This is one of the first assignments to be procured using ECC option C with early contractor involvement to assist in the provision of economic design and construction.

Embankment constructionEmbankment construction leading up to the railway crossing over the South Wales Mainline Road embankment design
Road embankments were required of up to 9m in height, constructed over weak and compressible conditions comprising 15m of estuarine and marine deposits. These are predominantly cohesive and include significant layers of peat. Embankment designs included surcharge embankments and also embankments founded on piles and, vibro stone column load transfer platforms. Reinforced soil slopes and reinforced soil walls were used to form the approaches to the rail bridge, while finite element analysis was used to optimise the design and predict ground movements on an adjacent rail line.

Settlement
An observational method was carried out for construction, whereby the embankments were monitored by a suite of ground instruments during construction.

Settlement plot diagramSettlement plotThis approach involved construction of the embankments carried out in stages allowing 'wait periods' when the embankments are at part height to permit consolidation of the underlying ground. This system combined with a robust monitoring, back analysis and reporting regime helped ensure that embankment stability is maintained at an appropriately high level throughout construction.


Rail bridge constructionConstruction of the rail bridge Management of ground movement associated with rail lines
The alignment of the new link road passes over and adjacent to two separate operational railway lines. Ground movement affecting the track alignment is of significant concern, therefore close co-operation was required with Network Rail to produce an acceptable framework based upon which to manage the risk of potential ground movement.

Rail bridge
The rail bridge is formed with a multiplate corrugated steel arch on piled foundations. Spandrel and wingwalls are formed in reinforced earth retaining walls. The structure is over 52m in length with a span of 15.5m maikng it the largest bridge of its kind in the world.


© Mott MacDonald Group Limited 2008
Site by Mott MacDonald and Radley Yeldar ›